Research Article

Analysis of Soil Resistance under Horizontal Load of Rigid Antislide Pile

Table 3

Similarity ratio of model test.

ItemPhysical quantityRelationship of similaritySimilarity ratio

GeometryGeometric dimensioning 1 : 10

LoadStrain1 : 1
Force 1 : 200
Torque 1 : 2000

ConcreteModulus of elasticity 1 : 2
Poisson’s ratio 1 : 1
Stress 1 : 2

The soil sample of the modelCohesion 1 : 2
Angle of internal friction 1 : 1
Modulus of compression 1 : 2